In the research the most important problem is to determine kinematic parameters of the ‘soil-structure’ system through the use of the following methods from SIMULIA(ABAQUS): direct integration method, modal method and advanced modal method (SIM-architecture), where projected damping matrix is considered as completely filled. This paper offers theoretical description of the above-mentioned methods, their advantages and disadvantages, and the comparative analysis of their results for the schematic model of the ‘soil-structure’ system. Besides here one can find results of the calculation for a typical NPP building.
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